Brand Faculteit Bouwkunde TU DelftVan lekkage tot instorting

Afstudeeropdracht Wiebe Sche!er (0815856)Jeroen van de Werfhorst (0815846)

Begeleidende docenten Ir. R.P.J. de HaasDhr. H. Tieman

Begeleiding Efectis Ing. M.P. de Feiterdr.ir. C. BothIr. A.J. Breunese

Hogeschool RotterdamG.J. de Jonghweg 4-6, 3015 GG, RotterdamEfectis Nederland B.V.Lange Kleiweg 5, 2288 GH, Rijswijk

Onderzoek naar de brand aan de Faculteit Bouwkunde op 13 mei 2008

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Afbeelding 2.4 Inrichting gebouw

Afbeelding 2.5 Inrichting gebouw

Afbeelding 2.6 Indeling gebouw

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# J('/)(#KL#

Afbeelding 2.7 Foto tijdens de bouw. Hierin is de constructie goed zichtbaar

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# P+-'"+#6Q#

4 Digitaal communicatie systeem, in het COT rapport zijn de tijden vastgelegd aan de hand van bandopnames

Afbeelding 2.8 Tijdlijn incident (toegevoegd als Bijlage A)

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$ U63%'6$OQ$

5 De tijd die een fotocamera koppelt aan de gemaakte foto

6 Korps Landelijke Politie Diensten

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# [$1'*$#\N#

7 Bedrijfshulpverlening

8 Regionale Alarm Centrale

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# V(2.+(#J?#

Afbeelding 5.1 Compartimentering 1965 / 2008

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Afbeelding 5.2 Foto van de ventilatie kanalen na de brand

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# >(2+"(#?@#

Afbeelding 5.3 Ventilatie kanalen in leidingschacht TU Delft

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Afbeelding 5.4 Doorsnede van het gebouw

Tabel 5.1 Afmetingen compartimenten

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T/#(1#5$+6?$%#@66/#2$-#'(-/$+$%$%#@3%#-A$$#@3/(3%-$%B#C$?$#?(*%#-6$5$@6$5&#(%#&$#,(*)35$#T#3)1#,$/$+$%(%5#W3/(3%-#>#$%#,$/$+$%(%5#W3/(3%-#PB#X$-#533-#6"#2$-#,/3%&@$/)66D#@3%#=IM<#''/B#

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# 935(%3#K<#

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!56"7,,2"'0"-$"./*0123.4$",80"$$201$"9$%&$)$*:

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F0#17."'2070"'$03'#5."#6%"()7*680(#A0)#10)70++3"9#)%)#10-234+0"#3(#%"'07#A007#.G."+0/34+#5."#'0#.&A08"90"#5."#$0)#1%*2'00/?#'0#97%%H0#5."#'0#10)%"'0++3"9#0"#'0#/3993"9#5."#'0#2.=0"3"9:#I..()#$0)#5%6$)90$./)0#5."#$0)#10)%"#3(#%%+#'0#'36$)$03'#00"#10/."9734+0#3"5/%0'(&.6)%7:#J%%7#'0#70+0"+*"'390#10=./3"9#5."#'0#17."'2070"'$03'#2%7')#9017*3+90A..+)#5."#I;I#,KLM:#

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# P.93".#QM#

Afbeelding 6.1 Plattegrond van begane grond, met in het grijs is de hoogbouw weergegeven

!""#$"%&!"#$""%&"'#$"%()"*)'+"'#,"--"'("#.//+0/12#0"3,/'(#$/--"()+#1),#+"24*"'(#0",/''"'#5/-/66"'7#04-5"'7#$-/"%"'#"'#3,40)-),"),324'("'7#+%/,"'(""-3#)'#.",#2"%5#+"3,/%,#8).2+9:#!"#$"%0)'()'+"'#,133"'#("#5/-/66"'7#("#$-/"%"'#"'#("#3,40)-),"),324'("'#;)<'#./6/+""'#1),+"$/"%(:#=)<#.",#3,/%,"'#$4'#("#$-/"%"'#2"%(#$"%-/%"'#0"5)3&'+#+"0%1)5,7#24,#2)-#;"++"'#(4,#(";"#"%#'/+#;4,#,"'#&<("#$4'#("#0%4'(:#

>%#;)<'#"$"'""'3#*%"?40#0",/''"'#24'("'#+"*-44,3,7#;/4-3#,"%#*-44,3"#$4'#("#@/--"+";44-7#"@.,"%#(%/"+"'#(";"#')",#0)<#44'#("#@/'3,%1@&"$"#3&<A")(#$4'#.",#+"0/12:#!"#01),"'+"$"-#243#')",#@/'3,%1@&"?#1),+"$/"%(#"'#2"%(#44'#("#5/-/66"'7#04-5"'#"'#$-/"%"'#0"$"3&+(:#

B*#CD""-()'+#E:F#3,44,#)'#-)@.,+%)<3#("#.//+0/12#2""%+"+"$"'7#6",#/*#("#3,%46)"'-)<'"'#("#5/-/66"'#"'#)'#.",#@"',%4-"#+"(""-,"#("#3,40)-),"),324'("':#

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# V4+)'4#RF#

Afbeelding 6.2 Hoogbouw.

Tabel 6.1 Kritieke Afmetingen van de kolommen

!"#$%#&"$%'()**"$%#)*+%,#()**"#$%#*-.%/"0%"#1*"#$%#+*,2%"#%"#$%#2&,&..%"#3%%'0%0%1%"4#

!"#$%"&%'( )*+,-*./"0'( 12+2/(#223"-+**(4256 12+2/(#223"-722(4256

1"+$"# 566#7#896#.. :66#7#:66#.. 966#7#966#..

)"(*'"-(#2'$ 566#7#896#.. :66#7#:66#.. 966#7#966#..

8"-!"#$%"&%'( 566#7#;;6#.. :66#7#:66#.. 966#7#966#..

9"-!"#$%"&%'( 566#7#<:9#.. 966#7#966#..

:"-;</-8="-!"#$%"&%'(

566#7#<:9#.. 966#7#966#..

>*,-8="-!"#$%"&%'(

566#7#886#.. 966#7#966#..

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

=%#$%22?"0#1*"#$%#3*@%"?"0#?"#$%#+*,2%"#1*'?%%'$%#1*"#L9#)&)#J6#..H#3*)#%"?0(K?"(#2,%?"%'#?(#$*"#.%"#>?)#C%)#&&0@>")#1*"#+'*"$1%?,?0C%?$#K&>#2>""%"#%"#.&0%"#1%'3*AC)%"D#

# M*0?"*#:5#

Afbeelding 6.3 Doorsnede vloeren

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G-4#%&)-'4524-#)-$--B4-#3(&#5"#;-2'H?%BB-&$-#,(&%-2-&#1-:A-3-&#:%<&D#A-B3-#(B'#;5B)4#'4((&#5,'H?2-;-&K

• L-#35B5,,-&#:%<&#1-:A-3-&#$552$(4#$552#'"(M-&#$-#A("-&%&)#1B554#%'#35,-&#4-#B%))-&

• L-#;B5-2N1(B3-&O#:%<&#1-:A-3-&#$552$(4#$552#'"(M-&#$-#A("-&%&)#1B554#%'#35,-&#4-#B%))-&

P-&#3524-#45-B%H?C&)#,-4#1-42-33%&)#454#15;-&'4((&$-#'4-BB%&)-&D#;-2$-2#%&#$%4#2(""524#:(B#-2#$%-"-2#5"#%&#A52$-&#)-)((&K

!""#$%&'$()*+(,&-$.(-$/&$0&'"-$1*$/&$2(+&-1-3$04""'$5"6&-$'&$4133&-7$/""#$/&$%1,&$1*$8"2&4$/&$2(+&-1-3$(4*$/&$0&'"-$.&#82(5'$&-$%&&9$/&$:"-*'#;:<&$81=-$*'&#5'&$.&#4"#&->

# Q()%&(#FF#

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8'%#/($$*#&''-#9+%#&'#9-$'('%#3+%/*#%$/#++%#&'#4+"'%.%/:#+-#.)#'(#$"#&'#+;3*)*'#9'(&.'".%/#%.'*#<<%#9-$'(#$=#9-$'(/'&''-*'#5''(#++%4'>./?#

@$$(&+*#&'#5'')*'#9-$'('%#%$/#++%#30%#4+"'%.%/#>.1%#6-.19'%#3+%/'%:#'%#&.*#'%2'-#$"#&'#+;3*)*'#9'(&.'".%/#%.'*#5''(#3'*#/'9+-#.):#>$0#3.'(0.*#$"/'5++2*#20%%'%#4$(&'%#&+*#'(#$"#&'>'#9'(&.'".%/#5''(#2(+;3*'%#>.1%#9(.1/'2$5'%#&+%#$"#&'#+%&'('?#A+"'%.%/))*++-#2+%#9''-#*('22(+;3*#$"%'5'%:#4'-2'#';3*'(#%.'*#/'%$'/#6-''2#$5#B1&'%)#3'*#6'>4.12'%#&'#++%3+%/'%&'#9-$'('%#*'#20%%'%#9+)*3$0&'%?

# C+/.%+#DE#

Afbeelding 6.4 Gebouw een dag na de brand

!"#"$"%&'(()&*+,-+.+/0!"#$%#&'()*)%#+%,$-%"-./#012)#%,#",%'-%*#1"#$%#31'&4%#+&.#$%#013122%.#,110#.&&,#56-)%.7#89%%3$-./#:7;#-* #%%.#212%.)1".&2%#+&.#+-$%15%%3$%.#4<$%.*#$%#-.*)1,4./7#

!"#89%%3$-./#:7;#-*#%+%.%%.*#)%#=-%.#$&)#%,#5-<#$%#013122%.#1"#$%#&'()*)%#+%,$-%"-./#,110#.&&,#56-)%.#012)#>/%53&=%.?@#A&&,#$-)#.-%)#=-'()5&&,#-*#1"#&.$%,%#+%,$-%"-./%.7

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

# H&/-.&#I:#

Afbeelding 6.5 Beelden van het instorten

Afbeelding 6.6 Beelden van het instorten.

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Afbeelding 6.7 gespatte kolom

Afbeelding 6.8 Vloeren en stabiliteitswand

Tabel 6.2 Vloeitemperatuur van glas

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Afbeelding 6.9 Glas en kozijnen na de brand

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Afbeelding 6.10 Vervorming kozijnen

Grafiek 6.1 Kritieke schaaltemperatuur

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Afbeelding 6.11 bezwijken kolommen

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• !"#4%)5#-%-!%&'(()*%$#+,-.#&.#'"#(**+,"-)./$0#()$#'"#I3$.8+*I/"3$'"+'"-"$#()$#""$#+*&98"#3<#()$#""$#0",3*=>#9"8#*&8@3$'"+&$0#()$J#K#I3$.8+*I/"3$'"+'"-"$#'&"#0""$#'""-#*&89)7"$#()$#""$#,3*=I3$.8+*I/"#"$#'&"#,&$$"$#""$#("+,-&?<.0",&"'#-&00"$L#K#I3$.8+*I/"3$'"+'"-"$#'&"#838#'"#)M3*=#,"%3+"$;

• !"#'#)2#*%$%&'(()*%$#+,-.#&.#'"#+".8>#$)9"-&?7J#'"#838)-"#(**+,"-)./$0#9&$*.#'"#6"+9)$"$8"#(**+,"-)./$0;

N&?#""$#-)0"#(**+,"-)./$0#7)$#""$#,+)$'#,"8"+#3$'"+#I3$8+3-"#=3+'"$#0"%3*'"$#"$#,".8))8#"+#9&$'"+#7)$.#')8#""$#I3$.8+*I/"#,"@=&?78;#!))+9""#&.#'"#(**+,"-)./$0#()$#,"-)$0#(33+#'"8)&--"+&$0#"$#9)8"+&))-7"*@"#()$#,3*=I3$.8+*I/".#"$#,3*="-"9"$8"$;#O"8#N3*=,".-*&8#39.I%+&?P#""$#))$8)-#0"()--"$#=))+&$#'"#0+33:"#()$#'"#6"+9)$"$8"#(**+,"-)./$0#()$#0",3*=#3<#0",3*='""-#'&+"I8#()$#&$(-3"'#&.#36#'"#,+)$'("&-&0%"&'."&."$;#!)8#&.#3$'"+#9""+#%"8#0"()-#,&?J

• N+)$'="+"$'%"&'#()$#'"#%33<''+))0I3$.8+*I/"#()$#""$#0",3*=;#Q)$$""+#'"#6"+9)$"$8"#(**+,"-)./$0#()$#%"8#,3*=="+7#$&"8#%30"+#&.#')$#REE#12S9T#0"-'8#(33+#""$#))$8)-#0",+*&7.<*$I/".#""$#-)0"+"#"&.#(33+#'"#9&$&9)-"#/?'.'**+#')8#'"#,+)$'="+"$'%"&'#9"8#,"8+"77&$0#838#,"@=&?7"$#93"8#@&?$#0"0)+)$'""+'#4)+8;#T;F>#-&'#D5;

• Q""+.8)$'#8"0"$#,+)$''33+.-)0#"$#,+)$'3("+.-)0#4QN!NU5;#Q)$$""+#'"#6"+9)$"$8"#(**+,"-)./$0#()$#%"8#,+)$'I396)+/9"$8#$&"8#%30"+#&.#')$#REE#12S9T#0"-'8#(33+#.399&0"#=33$<*$I/".#4""$0"@&$.=3$&$0"$#"$#-)0"#=33$0",3*="$5#""$#-)0"+"#QN!NUK"&.#4)+8;#T;HED>#-&'#T#"$#)+8;#T;HHV#-&'#W5;

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

# Z)0&$)#RW#

Tabel 6.3 Variabele vuurbelasting per gebouw type

!"#$"%&''"#(

!"#$%&'(#)*+#,-#,"#./.#)0102#&,3(%4'#5#6778#''"#%%"9%(#6''(#6778:7;'"<'#=%9'478,'>"#6%"#4'&7?@'"#7A#&%-,-#6%"#''"#-9%B-B-=C'#&'"%<'8,"4#''"#:'"4'9%(#6778#<'#6%8,%&'('#6??8&'(%-B"4#D4';,<<'(<#76'8#<'#"'E7F6(7'87AA'86(%:9'G#4'4'6'"*#H%"4'I,'"#'8#7A#<'#4'4'6'"-#?,9#<'#9%&'(#?,9I7"<'8,"4'"#"%%8#&76'"#7J#&'"'<'"#;74'(,3:#I,3"2#;74'"#<'#4'4'6'"-#-('=C9-#;'9#:'"",-#6%"#I%:'"#@78<'"#97'4'A%-9*#K'9#@78<9#<'-7"<%":-#%%"4'8%<'"#7;#''"#4'<'9%,((''8<'#&'8':'","4#?,9#9'#67'8'"*#

!"#$%&'($)%$*&+, -"'("*$.$)/++'*$."012%)34567

5,&(,79C'': LM00

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LP0

Q,":'(='"98?;#D,"=(*#A%--%4'-G

RP0

Q7","4 1P0

S,':'"C?,- +00

!"#&,3(%4'#T#6%"#./.#)010#,-#6778#''"#%%"9%(#6''(#6778:7;'"<'#&7?@;%9'8,%('"#<'#"'E7F6'8&8%"<,"4-@%%8<'#'"#<'#<,=C9C',<#4'4'6'"*#H(-#6778#''"#&'A%%(<#A87<?=9#''"#;''8#4'<'9%,((''8<'#@%%8<'#&':'"<#,-2#:%"#<'I'#4'<'9%,((''8<'#@%%8<'#@78<'"#4'&8?,:9*

# U%4,"%#PN#

!"#$$%&'&(&)*)+$,--'.&/012)+

!"#"3$405&'*0/&)$00)6&7*+$5&)$289&$,0)$9&$.'0)9

!"#$"%&"%'"(&)"&*++,-+./&)++0&-01%)&2"0(+0"%&$3&,",11%&#1(&"0&"%'"(&21%&)$4&,"-+./)""(&+5&/+0)"%&,"611'4&/"('"&614"0$1("%&#$7*&*$"0$%&-"2+%)"%8&95&2"037*$(("%)"&(+71:"3&$3&)"&(11,-+./&)++0&21(("%)&-01%)"%)&5.$%&+%42(16);&"7*4"0&$3&)$4&)++0&)"&11%/"#$,"&-01%)/""0&20$</"(&)$0"74&,"-(.348&

:&$5&(&)70/&)$;&,&)$,&'9*&<*)+&)$=>$!>$?>$3@>$3=$&)$3AB!"#$%&'"$%()"*%+=$%+(".6&2(+"0-")"''$%,;&)"&5(1>+%)3&/10"%&2++0#$"%&21%&*+.4"%&37*0++4<"3&4"0&5(1143"&21%&)"&*1%,"%)"&4"'"%#1("%;&)"&*+,"&5(1>+%)3&/10"%&2++0#$"%&21%&""%&2"0(11,)&5(1>+%)&.$4,"2+"0)&$%&2"#"(5(14"%8&?"&/1%)"%&21%&)"&'1%4+0"%&-"34+%)"%&.$4&*+.4"%&37*0++4<"38

,+$%()%-(@%&)"&4"'"%#1("%&-"2+%)"%&#$7*&'.%3434+>&41>"(3&"%&34+"("%;&4"2"%3&*$%,"%&"0&A14370""%&42B3&11%&*"4&5(1>+%)&C+%,"2""0&#"3&34.'3&5"0&#11(D8&E0&-"2+%)"%&#$7*&20$<&2""(&61F."G"3&"%&614"0$11(&+6&)"#"&4"&7+%340."0"%;&-+"'"%&/10"%&$%&'134"%&11%/"#$,8&

:&$CD0)+&)9&E$5&(&)70/&)$;F)&,&)$,&'9*&<*)+&)$#>$G>$H>$I>$33$&)$3#B!"#$%&'"$%()"*%+=$%+(".6&2(+"0-")"''$%,&+5&*+.4"%&2(+"0)"("%;&)"&5(1>+%)3&2++0#$"%&21%&2"0(11,)&5(1>+%)&.$4,"2+"0)&$%&2"#"(5(14"%8&?"&/1%)"%&-"34+%)"%&4"0&5(1143"&21%&)"&'1%4+0"%&.$4&*+.4"%&37*0++4<"3&"%&-$<&*"4&,")""(4"&-+2"%&)"&+%)"0($,,"%)"&4"'"%#11(&.$4&,(1#"%&C%$"4&-01%)/"0"%)"D&)"("%8&?"&7+%340.7:"&/"0)&,"2+06)&)++0&""%&341("%&>016";&/"('"&11%&*"4&5(1>+%)&/13&-"2"3:,)&C+5,"*1%,"%D8&

,+$%()%-(E0&/10"%&'.%3434+>&41>"(3&"%&34+"("%&11%/"#$,8&E0&-"2+%)"%&#$7*&+5&3+66$,"&2"0)$"5$%,"%&20$<&2""(&61F."G"3&"%&614"0$11(&+6&)"#"&4"&7+%340."0"%;&-+"'"%&/10"%&"2"%""%3&11%/"#$,8

& H1,$%1&II&

Afbeelding 6.12 Schetsdoorsnede gebouw

Afbeelding 6.13 Foto van de tekenzalen

Afbeelding 6.14 Foto van de kantoren

!"#$%&'()"&#*%&#+"'#,")-(&"".!"#$%&'"$%()"*%+!"#$%&'()*%$&+,&-&.."#/0)&&#)12#-231&+."#/))*2#)/"45)&#)&&#)4%23$#-231&+."#/)*2#)*&6&%4%27&#8

,+$%()%-(9&&%).257&#)*$$+6"&#)*2#)%&:7''+)&#)(2;'&<&50)12#-&#)*$$+6"&#)*2#)4$57&+5=7&.&#"#/&#8)922.)&&#),'+&2')&#)&&#)723&%)*$$+6"&#)*2#)57$&%&#8)>&#)*257&):$(4'7&+)&#)424"&+1&+.)$4)?&7),'+&2'8)

!"#/"&')%."#+%.!"#$%&'"$%()"*%+!"#$%&'()*%$&+,&-&.."#/0)&&#)12#-231&+."#/)*2#)?$'7&#)5:?+$$7@&5)&#)&&#)4%23$#-231&+."#/)*2#)*&6&%4%27&#8

,+$%()%-(A#)-&):&#7+2%&)?2%),&*$#-&#)6":?)2(4&+)(&',&%57'..&#)$3)"&75)*2#)-"&#)22+-8)

!"#/(.."0"1%."&!"#$%&'"$%()"*%+B&)12#-&#)6"@#)*$$+6"&#)*2#)?$'7&#)5:?+$$7@&5)&#)-&)*%$&+)*2#)57$C&#)*%$&+,&-&.."#/8)D&7)4%23$#-)"5)23/&1&+.7)(&7)*&6&%4%27&#8

,+$%()%-(>+),&*$#-&#)6":?)+"@&#)(&7)57$3),&.%&-&)57$&%&#)&#)4&+)57$&%)&&#)5:?+"@E23&%8

) F2/"#2)GH)

Tabel 6.4 waardes gebruikt door Het WPI

Tabel 6.4 Waardes gebruikt door het WPI

!"#"$%&'(')'*+*,

!"#$%%&'"()*+,-#.*#/"#'"&"0",",#)),#1"#2),1#$),#343#5676#!"#$%&'()*$')+")*,,-."%$/0'(8#9))&#.,#:.;()-"#<#1"23)*"-.-$'+&'(/4$$-+")"')+&5676"&+#$),#$""(#$==&0=>",1"#>)/"&.)(",#*/)),#9""&-"-"$",?#!"@"#,=&>#.*#'"1="(/#=>#@=9"(#1"#A"&>),",/"#)(*#1"#$)&.)'"("#$%%&'"()*+,-#$),#",#.,#'=%99"&0",#/"#'"&"0",",?#

!"#$%%&'"()*+,-#.*#2"/#'"*/"#)(*#$=(-/#/"#=>*B2&.;$",C

8")63"*""%6"&+)4$-97")+&")*-&:;397)#"-)""'6"&+)*$')*%3"-3##"-*%$;7").&:)*"-.-$'+&'()*$')$%%")&')6"7)<."/563,4+")("+""%7")*$')6"7=).3,44"-;)$$'4">&(").-$'+.$-")9$7"-&$%"'?

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

H."&=,1"&#Q)'"(#5?R#>"/#1))&.,#1"#9))&1"*#9""&-"-"$",#9"(0"#@.;,#-"'&%.0/#.,#1"#N.&"#!L,)>.B*#O.>%()/=&#FN!OG#-">))0/#1==&#2"/#J=&B"*/"&#K=(L/"B2,.B#D,*+/%/"#FJKDG

D,#1"#$%%&'"()*+,-#'"&"0",.,-#.*#-"",#-"'&%.0#-">))0/#$),#1"@"#9))&1"*8#>))&#$),#1"#9))&1"*#9"(0"#.,#*/)),#.,#:.;()-"#<#1"23)*"-.-$'+&'(/4$$-+")"')+&5676"&+#$),#343#56768#@=1)/#"&#9=&1/#$=(1)),#)),#1"@"#,=&>?

# K)-.,)#ST#

Afbeelding 6.15 Zesde en zevende verdieping

!"#$"%"&"'(')#*+,#$"-%"&&(')#."$$"'#-/-#0"#*"10"#"'#*"2"'0"#2"%0("3(')#++'#0"#'//%04"1-#*(50"#2+'#."-#)"$/647#4++%#0"#('1-/%8')#.""9#3,++-1)"2/'0"':#;+'#0"#.+'0#2+'#0"#/3)"1-",0"#850,(5'#<)"$+1""%0#/3#$"",0=+-"%(++,7#)"-6()"'2"%&,+%(')"'#"'#$%+'04""%('*"->7#&+'#4/%0"'#)"?/'1-+-""%0#0+-#"%#/3#0"#*"10"@*"2"'0"#"-+)"#-611"'#0"#AB#"'#CDB#=('6-"'#$%+'0#.""9#)"4/"0:#

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

;+'#0"#.+'0#2+'#0"#2"%1?.(,,"'0"#4++%0"1#('#I")+J/6,"1#<IJ>7#0("#3"%#=+-"%(++,#++'#0"#0(?.-."(0#<&)@=K>#&6''"'#4/%0"'#)"&/33",07#&+'#0"#266%$",+18')#('#IJ@=L#4/%0"'#$"3++,0:#M=#."-#$")%(3#I")+J/6,"1#4+-#2+-$++%0"%#-"#=+&"'N#OO'#&(,/)%+=#26%"'./6-#1-++-#)",(5&#++'#CA#IJ#266%$",+18'):

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# R+)('+#DB#

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11 COT Rapport; Medewerker probeert stroom uit te schakelen van koffiezetapparaat

12 Ooggetuige verslag TNO: Brandweer mensen ter plaatse

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6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 17:30

Tijdlijn incident

Inzet BHVZie tijdlijn ontruiming voorverdere uitwerking

Inzet Brandweer

Verloop brand

Rook verspreiding

Tijdlijn brand TU Delft Faculteit Bouwkunde

6:30 - 7:00Waterschade ontdekt actie wordt ondernomen

8:15Student ruiktvreemde geur bij ko!ezet apparaat

8:30Ko!e automaat staat in plas water

9:00Medewerker belt 112 , is nietmogelijk wegens missen van spanning

9:00BHV krijg melding van brand op 6eetage

9:23BHV startblussing

9:10BHV is van meningdat apparaat brand.

9:15Rook is toegenomenen donkerder van kleur

9:23Vuurballen van plasticvallen uit apparaat

9:25Ontruiming wordt gestart

10:31HelikopterKLPD maaktInfrarood opname

10:30RTV West laat eerstebeelden op tv zien

16:40Een deel van het gebouw stort in

12:15Brandweer verlaat gebouwblussing wordt alleen nog vanaf buitenzijde uitgevoerd

9:22Brand wordtgemeld

9:25BHV starttotale ontruiming

9:30Brand ko!eapparaat in vergevordert stadium

9:45Gehele zesde verdieping staat in brand

10:076e, 7e, 8e en 9everdiepinguitslaand

11:256e, 7e, 8e, 9e,10e en 11everdieping volledig in brand

12:15Brand overgeslagennaar laagbouw

13:30“Explosie” linkerkant gebouwwaargenomen doorooggetuigen

17:3011e en 12everdieping branden

9:32Gebouw volledig ontruimd

9:16Vraag om assistentiewateroverlast

9:18Automatischebrandmeldingbij RAC. Aangenomenwordt dat dit door wateroverlast komt

9:22AC alarmeertploegen met hersteld berichtPRIO 1 BrandTU Delft

9:28Ter plaatse9:30Middelbrand9:33Grote brand

9:50Hovd, ovdter plaatse9:51Zeer grote brand

10:03GRIP 210:07Compagnieinzet

11:30 Verlaat gebouw12:15Gebouw verlaten13:00GRIP 3

6:00Brandmeester7:45Afgeschaald vanGRIP 3

9:00Er komt witte rook uit een gleuf boven op ko!e automaat

9:30Gehele 6everdiepinggevuld metlicht grijze rook

9:33Dikke rook laagvult de ruimteen leidt tot "ashover

13:00Rook verspreidt door het gehele gebouw en isdikker en donkerder van kleur

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1 Tekst afkomstige van NIBHV; Nederlands instituut voor BedrijfsHulpVerlening

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Tijdlijn Ontruiming TU Delft Faculteit Bouwkunde

9:00BHV krijg melding van brand op 6e etage.

9:23BHV start blussing.

9:25BHV start totale ontruiming door middel van een slow whoop alarm.Sommige werknemers en studenten horen het signaal niet omdat ze in de portocabins aan de oostzijde bevinden. Hier is het ontruiming-signaal niet hoorbaar. BHV’ers ontdekken ook een slechthorende medewerker. Deze heeft ook het ontruimingsignaal niet gehoorden word meegenomen.

9:32Gebouw volledig ontruimd.

9:10Ontruiming 6e verdieping zuidvleugel. Er word ervoor gekozen om een gedeeltelijke ontruiming uit te voeren om zo te zorgen dat iedereen rustig het pand kan verlaten. Vanwege de lage bezetting is de zuidvleugel binnen enkele momenten ontruimd.

COT, INT

COT, INT, E&Y

COT,

COT, INT, E&YIntersecco

COT, INT

!"#$%&'()!'*'+',",&',(-./(01234%*"%,5(3

TU DELFTBijlage Variant 1,

PROJECTGEGEVENS

Omschrijving: Variant 1Werknummer:Status:Bestand: C:\Documents and Settings\Roll Call\Mijn documenten\Scenario 1.wnfAangemaakt op: 28-5-2010 door: Roll CallGewijzigd op: 2-6-2010 door: Roll Call

BRANDRUIMTEN

TEKENZAAL 6E EN 7E VERDIEPINGTEKENZAAL 8E EN 9E VERDIEPING

SCENARIO'S

Scenario Brandruimte van Brandruimte naarHoofdstuk 5 TEKENZAAL 6E EN 7E VERDIEPING TEKENZAAL 8E EN 9E VERDIEPING

VOORZIENINGEN

Voorzieningenset: Standaardsituatie

Voorziening Brandruimte Wand Gevelopening Brandwerend vanaf Afstand [mm][voorziening] -- -- -- niet brandwerend 0

RESULTATEN

Scenario: Hoofdstuk 5Brandruimte van: TEKENZAAL 6E EN 7E VERDIEPINGBrandruimte naar: TEKENZAAL 8E EN 9E VERDIEPING

Set voorzieningen: Standaardsituatie

Observatiepunt Flux [kW/m²] OKOnder 1 31,161 Nee, voldoet nietOnder 2 32,328 Nee, voldoet nietOnder 3 32,506 Nee, voldoet nietOnder 4 32,532 Nee, voldoet nietOnder 5 32,505 Nee, voldoet nietOnder 6 32,320 Nee, voldoet nietOnder 7 31,156 Nee, voldoet nietMidden 1 7,791 JaMidden 2 8,281 JaMidden 3 8,377 JaMidden 4 8,394 JaMidden 5 8,377 JaMidden 6 8,281 JaMidden 7 7,795 JaBoven 1 2,004 JaBoven 2 2,344 JaBoven 3 2,470 JaBoven 4 2,503 JaBoven 5 2,471 JaBoven 6 2,344 JaBoven 7 2,004 Ja

Mogelijke maatregelen bij set voorzieningen: StandaardsituatieEén of meer observatiepunten hebben een te hoge stralingsflux. Indien het om vertikale brandoverslag gaat, kan de hiernavolgende tabel worden gebruikt voor het bepalen van maatregelen. De tabel geeft voor alle openingen in de bronruimte debenodigde balkondiepte om verticale brandoverslag via deze opening te voorkomen. De balkonplaat en/of borstwering moeten dan tenminste 30 minuten brandwerend worden uitgevoerd. De gebruiker bepaalt zelf welke balkons wel en welke balkons niet relevant zijn ter voorkoming van verticale brandoverslag. Indien het een situatie betreft met alleen horizontale brandoverslagof een situatie met zowel horizontale als verticale brandoverslag, is de tabel niet geldig.

Brandruimte Wand Gevelopening Benodigde balkondiepteTEKENZAAL 6E E... Gevel voor Raam voor 3.231 mm

2 juni 2010, 13:57 uur, blz. 1NPR6091 V1.12

TU DELFTBijlage Variant 1,

BRANDRUIMTE: TEKENZAAL 6E EN 7E VERDIEPING

Industriefunctie: NeeGespiegeld: NeeVuurlast: 30 [kg vurenhout / m!]Gereduceerd: NeeHoogte: 6.300 [mm]

Detailresultaten brandruimteVloeroppervlakte (Af) 625,725 [m!]Referentievloeroppervlakte (AF;r) 625,725 [m!]Reductiefactor 1,000 [-]Referentiewandoppervlakte (AT;r) 1.865,540 [m!]

Neutraal niveau (Hneutraal) 2,217 [m]Effectieve diepte (Deff) 42,599 [m]Maatgevende gastemperatuur (Tf) 1.168,868 [K]Massastroom uit (Muit) 122,053 [kg/s]Hulpfactor (Psi) 28,142 [kg/m!]Hulpfactor (Eta) 7,642 [-]Afbrandsnelheid brandstofbeheerst 10,429 [kg vurenhout/s]Afbrandsnelheid ventilatiebeheerst 8,098 [kg vurenhout/s]Afbrandsnelheid (R) 8,098 [kg vurenhout/s]

WandenZuid zijdeAchterzijdeTrapKantoorCompartiment wandGevel voor

Invoer wand: Zuid zijde

Positie van Positie totX: 40.950 Y: 0 Z: 0 X: 40.950 Y: 13.500 Z: 6.300

Breedte [Bj]: 13.500 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Achterzijde

Positie van Positie totX: 40.950 Y: 13.500 Z: 0 X: 27.000 Y: 13.500 Z: 6.300

Breedte [Bj]: 13.950 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

2 juni 2010, 13:57 uur, blz. 2NPR6091 V1.12

TU DELFTBijlage Variant 1,

Invoer wand: Trap

Positie van Positie totX: 27.000 Y: 13.500 Z: 0 X: 27.000 Y: 16.200 Z: 6.300

Breedte [Bj]: 2.700 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Kantoor

Positie van Positie totX: 27.000 Y: 16.200 Z: 0 X: 0 Y: 16.200 Z: 6.300

Breedte [Bj]: 27.000 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

2 juni 2010, 13:57 uur, blz. 3NPR6091 V1.12

TU DELFTBijlage Variant 1,

Invoer wand: Compartiment wand (Vervolg)

Positie van Positie totX: 0 Y: 16.200 Z: 0 X: 0 Y: 0 Z: 6.300

Breedte [Bj]: 16.200 [mm] Hoek tov voorgaande wand: 270,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 270,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Gevel voor

Positie van Positie totX: 0 Y: 0 Z: 0 X: 40.950 Y: 0 Z: 6.300

Breedte [Bj]: 40.950 [mm] Hoek tov voorgaande wand: 0,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 0,00 °Wanddikte [dw]: 100 [mm]

GevelopeningenRaam voor

Invoer gevelopening: Raam voorPositie horizontaal: 150 [mm]Positie verticaal: 450 [mm]Breedte: 20.000 [mm]Hoogte: 5.300 [mm]Opgaande gevel: Ja

De tailr esulta t en geve lopening: Raam voorVlamhoogte (zi) 3.431 [mm]Effectieve openinghoogte (hni) 5.299 [mm]Horizontale projectie (pvj) 3.534 [mm]Temperatuur basis (To;i) 1.153,15 [K]Convectief vermogen 8,098 [-]Massastroom in (min) 122,053 [kg/s]Massastroom uit (muit) 122,053 [kg/s]Aanliggend/afliggend Aanliggend

2 juni 2010, 13:57 uur, blz. 4NPR6091 V1.12

TU DELFTBijlage Variant 1,

BRANDRUIMTE: TEKENZAAL 8E EN 9E VERDIEPING (Vervolg)

Industriefunctie: NeeGespiegeld: NeeVuurlast: 30 [kg vurenhout / m!]Gereduceerd: NeeHoogte: 6.300 [mm]

De tailr esulta t en brandruimteVloeroppervlakte (Af) <--> [m!]Referentievloeroppervlakte (AF;r) <--> [m!]Reductiefactor <--> [-]Referentiewandoppervlakte (AT;r) <--> [m!]

Neutraal niveau (Hneutraal) <--> [m]Effectieve diepte (Deff) <--> [m]Maatgevende gastemperatuur (Tf) <--> [K]Massastroom uit (Muit) <--> [kg/s]Hulpfactor (Psi) <--> [kg/m!]Hulpfactor (Eta) <--> [-]Afbrandsnelheid brandstofbeheerst <--> [kg vurenhout/s]Afbrandsnelheid ventilatiebeheerst <--> [kg vurenhout/s]Afbrandsnelheid (R) <--> [kg vurenhout/s]

WandenZuid zijde

Achterzijde

Trap

Kantoor

Compartiment wand

Gevel voor

Invoer wand: Zuid zijde

Positie van Positie totX: 40.950 Y: 0 Z: 6.300 X: 40.950 Y: 13.500 Z: 12.600

Breedte [Bj]: 13.500 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

GevelopeningenRaam gevel

Invoer gevelopening: Raam gevelPositie horizontaal: 150 [mm]Positie verticaal: 450 [mm]Breedte: 13.200 [mm]Hoogte: 5.300 [mm]Opgaande gevel: Ja

De tailr esulta t en geve lopening: Raam geve lVlamhoogte (zi) <--> [mm]Effectieve openinghoogte (hni) <--> [mm]Horizontale projectie (pvj) <--> [mm]Temperatuur basis (To;i) <--> [K]Convectief vermogen <--> [-]Massastroom in (min) <--> [kg/s]Massastroom uit (muit) <--> [kg/s]Aanliggend/afliggend <-->

2 juni 2010, 13:57 uur, blz. 5NPR6091 V1.12

TU DELFTBijlage Variant 1,

Invoer wand: Achterzijde

Positie van Positie totX: 40.950 Y: 13.500 Z: 6.300 X: 27.000 Y: 13.500 Z: 12.600

Breedte [Bj]: 13.950 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Trap

Positie van Positie totX: 27.000 Y: 13.500 Z: 6.300 X: 27.000 Y: 16.200 Z: 12.600

Breedte [Bj]: 2.700 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Kantoor

Positie van Positie totX: 27.000 Y: 16.200 Z: 6.300 X: 0 Y: 16.200 Z: 12.600

Breedte [Bj]: 27.000 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

2 juni 2010, 13:57 uur, blz. 6NPR6091 V1.12

TU DELFTBijlage Variant 1,

Invoer wand: Compartiment wand

Positie van Positie totX: 0 Y: 16.200 Z: 6.300 X: 0 Y: 0 Z: 12.600

Breedte [Bj]: 16.200 [mm] Hoek tov voorgaande wand: 270,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 270,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Gevel voor

Positie van Positie totX: 0 Y: 0 Z: 6.300 X: 40.950 Y: 0 Z: 12.600

Breedte [Bj]: 40.950 [mm] Hoek tov voorgaande wand: 0,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 0,00 °Wanddikte [dw]: 100 [mm]

GevelopeningenRaam voor

Invoer gevelopening: Raam voorPositie horizontaal: 150 [mm]Positie verticaal: 450 [mm]Breedte: 40.650 [mm]Hoogte: 5.300 [mm]Opgaande gevel: Ja

Observatiepunt Positie horz. Positie vert. Helling[mm] [mm] [°]

Onder 1 2.500 0 0,00Onder 2 5.000 0 0,00Onder 3 7.500 0 0,00Onder 4 10.000 0 0,00Onder 5 12.500 0 0,00Onder 6 15.000 0 0,00Onder 7 17.500 0 0,00Midden 1 2.500 2.650 0,00Midden 2 5.000 2.650 0,00Midden 3 7.500 2.650 0,00Midden 4 10.000 2.650 0,00Midden 5 12.500 2.650 0,00Midden 6 15.000 2.650 0,00Midden 7 17.500 2.650 0,00Boven 1 2.500 5.300 0,00Boven 2 5.000 5.300 0,00Boven 3 7.500 5.300 0,00Boven 4 10.000 5.300 0,00Boven 5 12.500 5.300 0,00Boven 6 15.000 5.300 0,00Boven 7 17.500 5.300 0,00

De tailr esulta t en geve lopening: Raam voorVlamhoogte (zi) <--> [mm]Effectieve openinghoogte (hni) <--> [mm]Horizontale projectie (pvj) <--> [mm]Temperatuur basis (To;i) <--> [K]Convectief vermogen <--> [-]Massastroom in (min) <--> [kg/s]Massastroom uit (muit) <--> [kg/s]Aanliggend/afliggend <-->

2 juni 2010, 13:57 uur, blz. 7NPR6091 V1.12

TU DELFTBijlage Variant 1,

2 juni 2010, 13:57 uur, blz. 8NPR6091 V1.12

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TU DelftBijlage Variant 2

PROJECTGEGEVENS

Omschrijving: Variant 2Werknummer:Status:Bestand: C:\Documents and Settings\Roll Call\Mijn documenten\Scenario 2.wnfAangemaakt op: 28-5-2010 door: Roll CallGewijzigd op: 2-6-2010 door: Roll Call

BRANDRUIMTEN

Tekenzaal 6e en 7e verdiepingTekenzaal 8e en 9e verdieping

SCENARIO'S

Scenario Brandruimte van Brandruimte naarHoofdstuk 5 Tekenzaal 6e en 7e verdieping Tekenzaal 8e en 9e verdieping

VOORZIENINGEN

Voorzieningenset: Standaardsituatie

Voorziening Brandruimte Wand Gevelopening Brandwerend vanaf Afstand [mm][voorziening] -- -- -- niet brandwerend 0

RESULTATEN

Scenario: Hoofdstuk 5Brandruimte van: Tekenzaal 6e en 7e verdiepingBrandruimte naar: Tekenzaal 8e en 9e verdieping

Set voorzieningen: Standaardsituatie

Observatiepunt Flux [kW/m²] OKMidden 1 5,421 JaMidden 2 5,630 JaMidden 3 5,664 JaMidden 4 5,670 JaMidden 5 5,664 JaMidden 6 5,630 JaMidden 7 5,421 JaOnder 1 25,377 Nee, voldoet nietOnder 2 25,931 Nee, voldoet nietOnder 3 26,000 Nee, voldoet nietOnder 4 26,010 Nee, voldoet nietOnder 5 25,998 Nee, voldoet nietOnder 6 25,931 Nee, voldoet nietOnder 7 25,375 Nee, voldoet nietBoven 1 0,741 JaBoven 2 0,859 JaBoven 3 0,899 JaBoven 4 0,909 JaBoven 5 0,899 JaBoven 6 0,859 JaBoven 7 0,741 Ja

Mogelijke maatregelen bij set voorzieningen: StandaardsituatieEén of meer observatiepunten hebben een te hoge stralingsflux. Indien het om vertikale brandoverslag gaat, kan de hiernavolgende tabel worden gebruikt voor het bepalen van maatregelen. De tabel geeft voor alle openingen in de bronruimte debenodigde balkondiepte om verticale brandoverslag via deze opening te voorkomen. De balkonplaat en/of borstwering moeten dan tenminste 30 minuten brandwerend worden uitgevoerd. De gebruiker bepaalt zelf welke balkons wel en welke balkons niet relevant zijn ter voorkoming van verticale brandoverslag. Indien het een situatie betreft met alleen horizontale brandoverslagof een situatie met zowel horizontale als verticale brandoverslag, is de tabel niet geldig.

Brandruimte Wand Gevelopening Benodigde balkondiepteTekenzaal 6e en 7e... Gevel voor Raam voor 197 mmTekenzaal 6e en 7e... Gevel voor [gevelopening] 3.645 mm

2 juni 2010, 13:58 uur, blz. 1NPR6091 V1.12

TU DelftBijlage Variant 2

BRANDRUIMTE: TEKENZAAL 6E EN 7E VERDIEPING

Industriefunctie: NeeGespiegeld: NeeVuurlast: 30 [kg vurenhout / m!]Gereduceerd: NeeHoogte: 6.300 [mm]

Detailresultaten brandruimteVloeroppervlakte (Af) 625,725 [m!]Referentievloeroppervlakte (AF;r) 625,725 [m!]Reductiefactor 1,000 [-]Referentiewandoppervlakte (AT;r) 1.899,540 [m!]

Neutraal niveau (Hneutraal) 1,836 [m]Effectieve diepte (Deff) 42,599 [m]Maatgevende gastemperatuur (Tf) 1.278,617 [K]Massastroom uit (Muit) 84,741 [kg/s]Hulpfactor (Psi) 33,839 [kg/m!]Hulpfactor (Eta) 11,208 [-]Afbrandsnelheid brandstofbeheerst 10,429 [kg vurenhout/s]Afbrandsnelheid ventilatiebeheerst 7,761 [kg vurenhout/s]Afbrandsnelheid (R) 7,761 [kg vurenhout/s]

WandenZuid zijdeAchterzijdeTrapKantoorCompartiment wandGevel voor

Invoer wand: Zuid zijde

Positie van Positie totX: 40.950 Y: 0 Z: 0 X: 40.950 Y: 13.500 Z: 6.300

Breedte [Bj]: 13.500 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Achterzijde

Positie van Positie totX: 40.950 Y: 13.500 Z: 0 X: 27.000 Y: 13.500 Z: 6.300

Breedte [Bj]: 13.950 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

2 juni 2010, 13:58 uur, blz. 2NPR6091 V1.12

TU DelftBijlage Variant 2

Invoer wand: Trap

Positie van Positie totX: 27.000 Y: 13.500 Z: 0 X: 27.000 Y: 16.200 Z: 6.300

Breedte [Bj]: 2.700 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Kantoor

Positie van Positie totX: 27.000 Y: 16.200 Z: 0 X: 0 Y: 16.200 Z: 6.300

Breedte [Bj]: 27.000 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

2 juni 2010, 13:58 uur, blz. 3NPR6091 V1.12

TU DelftBijlage Variant 2

Invoer wand: Compartiment wand (Vervolg)

Positie van Positie totX: 0 Y: 16.200 Z: 0 X: 0 Y: 0 Z: 6.300

Breedte [Bj]: 16.200 [mm] Hoek tov voorgaande wand: 270,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 270,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Gevel voor

Positie van Positie totX: 0 Y: 0 Z: 0 X: 40.950 Y: 0 Z: 6.300

Breedte [Bj]: 40.950 [mm] Hoek tov voorgaande wand: 0,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 0,00 °Wanddikte [dw]: 100 [mm]

GevelopeningenRaam voor

[gevelopening]

Invoer gevelopening: Raam voorPositie horizontaal: 150 [mm]Positie verticaal: 450 [mm]Breedte: 20.000 [mm]Hoogte: 1.800 [mm]Opgaande gevel: Ja

De tailr esulta t en geve lopening: Raam voorVlamhoogte (zi) 397 [mm]Effectieve openinghoogte (hni) 622 [mm]Horizontale projectie (pvj) 415 [mm]Temperatuur basis (To;i) 1.532,72 [K]Convectief vermogen 0,449 [-]Massastroom in (min) 84,741 [kg/s]Massastroom uit (muit) 4,904 [kg/s]Aanliggend/afliggend Aanliggend

Invoer gevelopening: [gevelopening]Positie horizontaal: 150 [mm]Positie verticaal: 3.550 [mm]Breedte: 20.000 [mm]Hoogte: 1.800 [mm]Opgaande gevel: Ja

De tailr esulta t en geve lopening: [geve lopening]Vlamhoogte (zi) 3.845 [mm]Effectieve openinghoogte (hni) 2.700 [mm]Horizontale projectie (pvj) 1.801 [mm]Temperatuur basis (To;i) 1.129,06 [K]Convectief vermogen 7,312 [-]Massastroom in (min) 0,000 [kg/s]Massastroom uit (muit) 79,836 [kg/s]Aanliggend/afliggend Aanliggend

2 juni 2010, 13:58 uur, blz. 4NPR6091 V1.12

TU DelftBijlage Variant 2

BRANDRUIMTE: TEKENZAAL 8E EN 9E VERDIEPING

Industriefunctie: NeeGespiegeld: NeeVuurlast: 30 [kg vurenhout / m!]Gereduceerd: NeeHoogte: 6.300 [mm]

De tailr esulta t en brandruimteVloeroppervlakte (Af) <--> [m!]Referentievloeroppervlakte (AF;r) <--> [m!]Reductiefactor <--> [-]Referentiewandoppervlakte (AT;r) <--> [m!]

Neutraal niveau (Hneutraal) <--> [m]Effectieve diepte (Deff) <--> [m]Maatgevende gastemperatuur (Tf) <--> [K]Massastroom uit (Muit) <--> [kg/s]Hulpfactor (Psi) <--> [kg/m!]Hulpfactor (Eta) <--> [-]Afbrandsnelheid brandstofbeheerst <--> [kg vurenhout/s]Afbrandsnelheid ventilatiebeheerst <--> [kg vurenhout/s]Afbrandsnelheid (R) <--> [kg vurenhout/s]

WandenZuid zijde

Achterzijde

Trap

Kantoor

Compartiment wand

Gevel voor

Invoer wand: Zuid zijde

Positie van Positie totX: 40.950 Y: 0 Z: 6.300 X: 40.950 Y: 13.500 Z: 12.600

Breedte [Bj]: 13.500 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

GevelopeningenRaam gevel

Invoer gevelopening: Raam gevelPositie horizontaal: 150 [mm]Positie verticaal: 450 [mm]Breedte: 13.200 [mm]Hoogte: 5.300 [mm]Opgaande gevel: Ja

De tailr esulta t en geve lopening: Raam geve lVlamhoogte (zi) <--> [mm]Effectieve openinghoogte (hni) <--> [mm]Horizontale projectie (pvj) <--> [mm]Temperatuur basis (To;i) <--> [K]Convectief vermogen <--> [-]Massastroom in (min) <--> [kg/s]Massastroom uit (muit) <--> [kg/s]Aanliggend/afliggend <-->

2 juni 2010, 13:58 uur, blz. 5NPR6091 V1.12

TU DelftBijlage Variant 2

Invoer wand: Achterzijde

Positie van Positie totX: 40.950 Y: 13.500 Z: 6.300 X: 27.000 Y: 13.500 Z: 12.600

Breedte [Bj]: 13.950 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Trap

Positie van Positie totX: 27.000 Y: 13.500 Z: 6.300 X: 27.000 Y: 16.200 Z: 12.600

Breedte [Bj]: 2.700 [mm] Hoek tov voorgaande wand: 90,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 90,00 °Wanddikte [dw]: 100 [mm]

2 juni 2010, 13:58 uur, blz. 6NPR6091 V1.12

TU DelftBijlage Variant 2

Invoer wand: Kantoor (Vervolg)

Positie van Positie totX: 27.000 Y: 16.200 Z: 6.300 X: 0 Y: 16.200 Z: 12.600

Breedte [Bj]: 27.000 [mm] Hoek tov voorgaande wand: 180,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 180,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Compartiment wand

Positie van Positie totX: 0 Y: 16.200 Z: 6.300 X: 0 Y: 0 Z: 12.600

Breedte [Bj]: 16.200 [mm] Hoek tov voorgaande wand: 270,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 270,00 °Wanddikte [dw]: 100 [mm]

Invoer wand: Gevel voor

Positie van Positie totX: 0 Y: 0 Z: 6.300 X: 40.950 Y: 0 Z: 12.600

Breedte [Bj]: 40.950 [mm] Hoek tov voorgaande wand: 0,00 °Hoogte [Hg]: 6.300 [mm] Hoek tov positieve X-as: 0,00 °Wanddikte [dw]: 100 [mm]

G e v e lop e ninge nRaam voor

Invoer gevelopening: Raam voorPositie horizontaal: 150 [mm]Positie verticaal: 450 [mm]Breedte: 40.650 [mm]Hoogte: 5.300 [mm]Opgaande gevel: Ja

Observatiepunt Positie horz. Positie vert. Helling[mm] [mm] [°]

Midden 1 2.500 2.650 0,00Midden 2 5.000 2.650 0,00Midden 3 7.500 2.650 0,00Midden 4 10.000 2.650 0,00Midden 5 12.500 2.650 0,00Midden 6 15.000 2.650 0,00Midden 7 17.500 2.650 0,00Onder 1 2.500 0 0,00Onder 2 5.000 0 0,00

2 juni 2010, 13:58 uur, blz. 7NPR6091 V1.12

TU DelftBijlage Variant 2Onder 3 7.500 0 0,00Onder 4 10.000 0 0,00Onder 5 12.500 0 0,00Onder 6 15.000 0 0,00Onder 7 17.500 0 0,00Boven 1 2.500 5.300 0,00Boven 2 5.000 5.300 0,00Boven 3 7.500 5.300 0,00Boven 4 10.000 5.300 0,00Boven 5 12.500 5.300 0,00Boven 6 15.000 5.300 0,00Boven 7 17.500 5.300 0,00

De tailr esulta t en geve lopening: Raam voorVlamhoogte (zi) <--> [mm]Effectieve openinghoogte (hni) <--> [mm]Horizontale projectie (pvj) <--> [mm]Temperatuur basis (To;i) <--> [K]Convectief vermogen <--> [-]Massastroom in (min) <--> [kg/s]Massastroom uit (muit) <--> [kg/s]Aanliggend/afliggend <-->

2 juni 2010, 13:58 uur, blz. 8NPR6091 V1.12

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